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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Excavation in Hill Side Cutting for Construction in all types of Soils, Rocks and E&B ect. As met at site, true to lines as per Pland, L-Section, Cross Slope, Super Elevation as required, also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes with all Lifts & Leads required as per Drawings by mechanical means or manual means without otherwise damaging the Forest, Forest Land, Utilities, Private and Public Properties, completion of the work. |
| 3 | Disposal of exvacated material obtained from hill side cutting including loading and disposal up to 1000 Mlead as directed by Engineer-in-charge and as per MORD specifications Clause. |
| 4 | Removal of Slip Clearence considered only those reaches where the Hill side cutting has been completed and handed over to Engineer -In- Chargein all type of soil and rock by mechanical means or manual means and disposal of safe side only in after completion of hill side cutting as per road design asdirected by Engineer-in-charge and MORD specifications. |
| 5 | Excavation in Foundation forstructures in all types of soils and rocks including lead, lift and disposal of surplus material asdirected by Engineer-in-charge. |
| 6 | Excavation in Structures By Mechnical Means in all types of soils and rocks including lead, lift and disposal of surplus material asdirected by Engineer-in-charge and MORD. |
| 7 | Construction of R.R. Stone Masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications. |
| 8 | Random Rubble Stone Masonry Laid Dry for structures by locally available approved stone ncluding supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications. |
| 9 | Cement Plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications. |
| 10 | HP Stone Filling in back of structures including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications. |
| 11 | Providing and laying of P.C.C grade M-10 in open foundations for structures including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications. |
| 12 | Providing and laying of P.C.C grade M-20 in open foundations for structures including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications. |
| 13 | Supplying, Cutting, and placing of HYSD Bar Reinforcement in superstructure complete (IS1786:2008 clause no.1.6) Steel shall not be from rerolling plants and shall conform to relevent IS Codeincluding supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications. |
| 14 | Providing Weepholes in Stone Masonry, P.C.C, Abutment, Wing Wall, R.Wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification. |
| 15 | White Washing of Parapet Walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications. |
| 16 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3.00 m x 1.00 m x 1.00 m with two diaphragms at 1m interval, having mesh opening 100 mm x120 mm, mesh wire diameter 2.7mm /3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions) |
| 17 | Random Rubble Stone Masonary in Coolie Walling including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications. |
| 18 | Construction of C.R Stone Masonary laid in 1:4 cement sand mortar including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications. |
| 19 | Construction of C.R Stone Masonary laid in 1:5 cement sand mortar including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications. |
| 20 | Providing and laying R.C.C Grade M-25 for substructures including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications. |
| 21 | Providing and laying R.C.C Grade M-25 for super structures including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications. |
| 22 | Providing and laying P.C.C Grade M-30 for super structures including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications. |
| 23 | Providing and Fixing in Position Pipe Railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications. |
| 24 | Drainage Spouts Complete as per drawing and technical specifications. |
| 25 | Laying of An Elastomeric Slab Seal Expansion Joint (Excluding Cost of Material) complete as per approved drawing and approved specifications to be installed by manufacturer or supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications. |
| 26 | Providing and Laying 25 mm Thick P.C.C. Coping Layer 1:2:4 cement concret. |
| 27 | Construction of Unlined Surface Drains (trapezoidal) of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification. |
| 28 | Making of Super Elevation of cutting in soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embank ment site with a lift upto 1.50 m and lead upto 50 m as per Technical Specification. |
| 29 | Construction of Pattri Filling with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per Technical Specification. |
| 30 | Granular Sub-Base with local materials Using naturally occuring gravel, Local GSB by mix in place method in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification. |
| 31 | WBM Grading-II By Mechanical Means Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification. |
| 32 | WBM Grading-III By Mechanical Means Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification. |
| 33 | Providing and applying Prime Coat Low Porosity with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification. |
| 34 | Providing and applying Tack Coatwith Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification. |
| 35 | Premix Carpet Using With Paver Finisher (VG-10) Bituminous Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either TypeType B as per Technical Specification. |
| 36 | Providing and Laying Seal Coat using Bitumen (VG-10) sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification. |
| 37 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) |
| 38 | AFP (Aluminum-Backed Flexible Prismatic Sheeting) Hazard Marker: Providing and fixing Aluminum-backed flexible prismatic sheeting consisting of Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as retro reflective elements and conforming to ASTM D 4956-09 Type VI specification values for reboundable sheeting. AFP sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. AFP sheeting shall have screen printed arrow/slant line pattern in black color on top & shallnot crack when testedfor flexibility as persection S2.2.2of ASTM D 4956-09. The AFP sheeting shall be applied with a neoprene contact adhesive with Polychloroprene as base & the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off & product specification shall confirm to IRC Accreditation. |
| 39 | Providing and Laying of Hot Applied Thermoplastic Compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 40 | Providing and Fixing of Semi Reflective Direction and Place Identification Sign Boards more then 0.90 sqm as per attached drawing and direction by Engineer in charge |
| 41 | Road Delineators or Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal orcircular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79. |
| 42 | Providing and Fixing of Edge Stones 12 cm x 12 cm x 60 cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSD vertical bars and 3 nos 6mm dia MS bar stirrups as per approved drawing including two coat white washingon valley side of formation. |
| 43 | Providing and Fixing of Kilometer stone as per standard drawing made of precast R:C:C 1:2:4 fixed with C.C 1:3:6 including excavation of pit, painting and printing letters on kilometer stone with two coat of approved synthetic enamel paint of approved. |
| 44 | Providing and Fixing Hectometer Stone rest of Same as above item No. |
| 45 | Providing and Fixing 5th Kilometer Stone rest of Same as above item No. |
| 46 | Providing and Fixing of PMGSY Logo board at end point and every 2 Km, as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge. |
| 47 | Providing and Fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge. |
| 48 | Providing and Fixing of Citizen Information Board with PMGSY Logo at at starting and prominent location (where maximum no. of fitizens can view the detail of the road)as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge. |
| 49 | Providing and Fixing of Maintenance Information Board with PMGSY Logo at at starting and prominent location (where maximum no. of fitizens can view the detail of the road)as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge. |
| 50 | Providing and Fixing of 600 mm Equilateral Triangle Eemi Reflective Cautionary, Mandatory and Informatory Sign Board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade. |
| 51 | Providing and Fixing of 600 mm Circular Board rest of Same as above item No. |
| 52 | Providing and Fixing of 600 mm x 450 mm rectangular Board rest of Same as above item No. |
| 53 | Soil Erosion & Slope Protection Providing fixing of maxfalt empty Drums including or Providing steel Bar @12 mm Dia two nos, horizontaly for interlocking with eart filling and placing properly in a row including all labour and material directed as per Engineer-In- Charge. |
| 54 | Construction of Reference Pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm, width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical Specification. |
| 55 | Construction of Back Pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification. |
| 56 | Construction of Job Pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification. |
| 57 | Under PBMC |
| 58 | 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains includingminor slip clearence , reshaping ,deepening and ,regrading ,as well ascatch water drains as per technical specification Clause 1907.3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus materialin approved muck disposal points as per specification clause 1903.4] Maintenance of scuppers &Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. 6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910.7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912.8} Repairing of potholes by removal ofloose material, trimming ofsids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coatusing bitumen or catonic bitumen imulsion(in 3rd and 5th year).9] Two coatwhite washing onparapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191. |
| 59 | Ist Year |
| 60 | 2nd Year |
| 61 | 3rd Year |
| 62 | 4th Year |
| 63 | 5th Year |
